JP4855770B2 - Reinforcement design support system, fabricator computer, structural computer, selection computer, construction computer, reinforcement design support program, program for fabricator computer, program for structural computer, program for selection computer, program for construction computer. - Google Patents

Description

  The present invention relates to selection of a reinforcing bracket applicable to a through hole of a steel beam.

Conventionally, a reinforcement design support device for a steel beam through-hole as follows has been provided (see Patent Document 1). According to Patent Document 1, this reinforcement design support device is configured to calculate the bending moment acting on the beam, the shearing force, the bending strength of the beam, and the shearing strength of the beam to indicate the necessity of reinforcement and the amount of reinforcement. (Paragraph 0015 of Patent Document 1). According to Patent Document 1, various structures can be adopted as the reinforcing structure for reinforcing the periphery of the through hole formation portion of the steel beam. For example, a reinforcing plate that is welded on the beam, a reinforcing tube, a rib-like stiffener, etc. Can be applied (paragraphs 0006 and 0016 of Patent Document 1).
Japanese Patent Laid-Open No. 2005-105675

However, in building construction, if a reinforcing structure such as a reinforcing plate is applied to the through hole in order to perform the reinforcement designed by the above-described conventional reinforcement design support device, the position where the through hole is provided, etc. Therefore, in many cases, a reinforcing structure such as a reinforcing plate cannot be applied to a steel beam. Therefore, in this case, the position and size of the through hole are changed, and the design using the conventional reinforcement design support device or the like must be performed again. The assumed construction was delayed or redone.
Therefore, the present invention provides a reinforcement design support system, a fabricator computer, a structural computer, a selection computer, a construction computer, a reinforcement design support program, a program for a fabricator computer, a program for a structural computer, and a selection that do not unnecessarily interrupt construction. It is an object to provide a computer program and a construction computer program.

  According to the present invention, the above problem is solved by the following means.

  The first invention requires provisional selection means for temporarily selecting a type of reinforcing bracket applicable to the through hole of the steel beam, and structural calculation data when the type of reinforcing bracket is provisionally selected by the temporary selecting means. A structural calculation data request means for transmitting a structural calculation data request to the network, and the provisionally selected reinforcing bracket when the structural calculation data for the structural calculation data request transmitted by the structural calculation data request means is received from the network. The strength of the steel beam reinforced by the reinforcing metal fittings belonging to the above type is calculated using the structural calculation data, and the steel beam is strengthened to a predetermined strength or higher from among the reinforcing metal fittings belonging to the type of the temporarily selected reinforcing metal fittings. A final selection means for selecting a metal fitting, and a structural calculation data request from the fabricator computer. When a structural computer having a structure calculation data transmission means for transmitting the structure calculation data to the fabricator computer, but it is connected reinforced design support system in the network.

  The second invention requires provisional selection means for temporarily selecting a type of reinforcing bracket applicable to the through hole of the steel beam, and structural calculation data when the type of reinforcing bracket is provisionally selected by the temporary selecting means. A structural calculation data request means for transmitting a structural calculation data request to the network, and the provisionally selected reinforcing bracket when the structural calculation data for the structural calculation data request transmitted by the structural calculation data request means is received from the network. The strength of the steel beam reinforced by the reinforcing metal fittings belonging to the above type is calculated using the structural calculation data, and the steel beam is strengthened to a predetermined strength or higher from among the reinforcing metal fittings belonging to the type of the temporarily selected reinforcing metal fittings. A final selection means for selecting a metal fitting, and when the structural calculation data request is received, the structural calculation data is stored in the fabricator computer. A fabricator computer can be connected via a structural computers and networks having a structure calculation data transmission means for transmitting.

  The third invention requires provisional selection means for temporarily selecting the type of reinforcing bracket applicable to the through-hole of the steel beam, and structural calculation data when the type of reinforcing bracket is provisionally selected by the temporary selecting means. A structural calculation data request means for transmitting a structural calculation data request to the network, and the provisionally selected reinforcing bracket when the structural calculation data for the structural calculation data request transmitted by the structural calculation data request means is received from the network. The strength of the steel beam reinforced by the reinforcing metal fittings belonging to the above type is calculated using the structural calculation data, and the steel beam is strengthened to a predetermined strength or higher from among the reinforcing metal fittings belonging to the type of the temporarily selected reinforcing metal fittings. A final selection means for selecting a metal fitting, and can be connected to a fabricator computer via a network. When receiving the structural calculation data request from Yuta, a structure computer having a structure calculation data transmission means for transmitting the structure calculation data to the fabricator computer.

  According to a fourth aspect of the present invention, there is a provisional selection step for provisionally selecting a type of reinforcing bracket applicable to a through hole of a steel beam, and structural calculation data is requested when the type of the reinforcing bracket is provisionally selected by the provisional selection step. A structural calculation data request step for transmitting a structural calculation data request to the network, and the structurally selected reinforcing bracket when the structural calculation data for the structural calculation data request transmitted by the structural calculation data request step is received from the network. The strength of the steel beam reinforced by the reinforcing metal fittings belonging to the above type is calculated using the structural calculation data, and the steel beam is strengthened to a predetermined strength or higher from among the reinforcing metal fittings belonging to the type of the temporarily selected reinforcing metal fittings. A final selection step of selecting a bracket, and a structural meter that transmits the structural calculation data when the structural calculation data request is received Structure computer having a data transmission unit, a fabricator program for a computer capable of running on fabricators computer can be connected via a network.

  According to a fifth aspect of the present invention, there is a provisional selection step for temporarily selecting a type of reinforcing bracket applicable to the through hole of the steel beam, and structural calculation data is required when the type of the reinforcing bracket is provisionally selected by the temporary selection step. A structural calculation data request step for transmitting a structural calculation data request to the network, and the structurally selected reinforcing bracket when the structural calculation data for the structural calculation data request transmitted by the structural calculation data request step is received from the network. The strength of the steel beam reinforced by the reinforcing metal fittings belonging to the above type is calculated using the structural calculation data, and the steel beam is strengthened to a predetermined strength or higher from among the reinforcing metal fittings belonging to the type of the temporarily selected reinforcing metal fittings. A structural component that can be connected via a network to a fabricator computer having a final selection step of selecting a bracket. An executable Yuta, when receiving the structural calculation data request from the fabricator computer, a program for structure computer having a structural calculation data transmitting step of transmitting the structural calculation data to the fabricator computer.

According to a sixth aspect of the present invention, there is provided a provisional selection step of temporarily selecting a type of reinforcing bracket applicable to the through hole of the steel beam, and a strength of the steel beam reinforced by the reinforcing bracket belonging to the type of the temporarily selected reinforcing bracket. In order to cause the computer to perform a final selection step of selecting a reinforcing bracket that makes a steel beam more than a predetermined proof stress from among the reinforcing brackets belonging to the provisionally selected type of reinforcing bracket, calculated using structural calculation data This is a reinforcement design support program.

  According to a seventh aspect of the present invention, there is provided a provisional selection means for temporarily selecting a type of reinforcing bracket applicable to a through hole of a steel beam, and a selection of the reinforcing bracket when the type of the reinforcing bracket is provisionally selected by the temporary selecting means. A selection request transmission means for transmitting a request to the network, and a reinforcement bracket finally selected from the types of reinforcement brackets temporarily selected by the temporary selection means in response to the selection request transmitted from the selection request transmission means. When a selection request is received from the fabricator computer, and a selection result receiving means for receiving data to be shown from the network, the reinforcement computer is reinforced by a reinforcing bracket belonging to the type of the temporarily selected reinforcing bracket. The strength of the steel beam is calculated using the structural calculation data. A structural computer comprising: final selection means for selecting the reinforcing metal fittings as described above; and selection result transmission means for transmitting data indicating the reinforcing metal fittings selected by the final selection means to the fabricator computer. It is a feature and reinforcement design support system.

  According to an eighth aspect of the present invention, there is provided temporary selection means for temporarily selecting a type of reinforcing bracket applicable to the through hole of the steel beam, and selection of the reinforcing bracket when the type of reinforcing bracket is provisionally selected by the temporary selecting means. A selection request transmission means for transmitting a request to the network, and a reinforcement bracket finally selected from the types of reinforcement brackets temporarily selected by the temporary selection means in response to the selection request transmitted from the selection request transmission means. A selection result receiving means for receiving the data to be shown from the network, and when receiving the selection request, calculate the proof stress of the steel beam reinforced by the reinforcing bracket belonging to the type of the temporarily selected reinforcing bracket. A final selecting means for selecting a reinforcing metal fitting having a steel beam more than a predetermined yield strength from among the reinforcing metal fittings belonging to the temporarily selected reinforcing metal fitting type, and a reinforcing metal selected by the final selecting means A selection result transmission unit that transmits data indicating a fabricator computer connectable via a network to structure a computer having a.

  According to a ninth aspect of the present invention, there is a provisional selection means for temporarily selecting a type of a reinforcing bracket applicable to a through hole of a steel beam, and selection of the reinforcing bracket when the type of the reinforcing bracket is provisionally selected by the temporary selecting means. A selection request transmission means for transmitting a request to the network, and a reinforcement bracket finally selected from the types of reinforcement brackets temporarily selected by the temporary selection means in response to the selection request transmitted from the selection request transmission means. A selection result receiving means for receiving the data shown from the network, and can be connected to the fabricator computer via the network, and when the selection request is received from the fabricator computer, the provisionally selected reinforcing bracket Calculate the proof stress of the steel beam reinforced by the reinforcing bracket belonging to the model, and select the steel frame from among the reinforcing brackets belonging to the temporarily selected reinforcing bracket type. A structural computer comprising: final selecting means for selecting a reinforcing metal fitting having a predetermined proof strength or more; and a selection result transmitting means for transmitting data indicating the reinforcing metal fitting selected by the final selecting means to the fabricator computer. is there.

  A tenth aspect of the present invention is a provisional selection step for temporarily selecting a type of a reinforcing bracket applicable to a through hole of a steel beam, and a selection of a reinforcing bracket when a type of the reinforcing bracket is provisionally selected by the temporary selection step. In response to the selection request transmitted from the selection request transmission step and the selection request transmission step for transmitting the request to the network, the reinforcement bracket finally selected from the types of the reinforcement brackets temporarily selected in the temporary selection step is used. A selection result receiving step of receiving data indicating from the network, and when receiving the selection request, calculate a yield strength of the steel beam reinforced by the reinforcing bracket belonging to the type of the temporarily selected reinforcing bracket. A final selecting means for selecting a reinforcing metal fitting having a steel beam more than a predetermined proof stress from among the reinforcing metal fittings belonging to the temporarily selected type of the reinforcing metal fitting, and the final selection. A selection result transmission means for transmitting data indicating the reinforcing brackets which are selected by the step, the structure computer having a a fabricator program for a computer which is executed via the network connectable fabricators computer.

  The eleventh aspect of the present invention is a provisional selection means for temporarily selecting a type of reinforcing bracket applicable to a through hole of a steel beam, and a selection of the reinforcing bracket when the type of the reinforcing bracket is provisionally selected by the temporary selecting means. A selection request transmission means for transmitting a request to the network, and a reinforcement bracket finally selected from the types of reinforcement brackets temporarily selected by the temporary selection means in response to the selection request transmitted from the selection request transmission means. And a selection result receiving means for receiving the data to be displayed from the network, and can be executed by a structural computer that can be connected to the fabricator computer via the network, and when the selection request is received from the fabricator computer, Calculate the proof stress of the steel beam reinforced by the reinforcing bracket belonging to the selected type of reinforcing bracket, A final selection step for selecting a reinforcing bracket having a steel beam more than a predetermined proof strength from among the reinforcing brackets belonging to, and data indicating the reinforcing bracket selected in the final selection step is transmitted to the fabricator computer. A program for a structural computer having steps.

  The twelfth aspect of the present invention is a provisional selection means for temporarily selecting a type of reinforcing bracket applicable to the through hole of the steel beam, and a selection of the reinforcing bracket when the type of the reinforcing bracket is provisionally selected by the temporary selecting means. A selection request transmitting means for transmitting a request to the network, and a selection result receiving means for receiving data indicating the reinforcing bracket finally selected from the type of the reinforcing bracket temporarily selected by the temporary selecting means from the network. A structural computer having structural calculation data transmitting means for transmitting structural calculation data to the selection computer when receiving a selection request from the fabricator computer, and receiving the structural calculation data from the structural computer The strength of the steel beam reinforced by the reinforcing bracket belonging to the type of the temporarily selected reinforcing bracket. Calculate using the structural calculation data, and select with the final selection means to select the reinforcing brackets that make the steel beam more than the specified proof stress from among the reinforcing brackets belonging to the temporarily selected reinforcing bracket type, and with the final selection means A reinforcement design support system, comprising: a selection computer including selection result transmission means for transmitting data indicating the reinforced metal fittings to the fabricator computer.

  A thirteenth aspect of the present invention is a provisional selection means for temporarily selecting a type of reinforcing bracket applicable to a through-hole of a steel beam, and selection of the reinforcing bracket when the type of the reinforcing bracket is provisionally selected by the temporary selecting means. A selection request transmitting means for transmitting a request to the network, and a selection result receiving means for receiving data indicating the reinforcing bracket finally selected from the type of the reinforcing bracket temporarily selected by the temporary selecting means from the network. When the selection request is received, a structural computer having structural calculation data transmitting means for transmitting the structural calculation data to the selection computer, and when the structural calculation data is received from the structural computer, the provisional selection is made. Calculate the proof strength of the steel beam reinforced by the reinforcing bracket belonging to the type of the reinforcing bracket using the structural calculation data, and the type of the temporarily selected reinforcing bracket Final selecting means for selecting a reinforcing metal fitting having a steel beam more than a predetermined proof strength from among the belonging reinforcing metal fittings, and a selection result transmitting means for transmitting data indicating the reinforcing metal fitting selected by the final selecting means to the fabricator computer And a fabricator computer connectable via a network.

  A fourteenth aspect of the present invention is a provisional selection means for temporarily selecting a type of reinforcing bracket applicable to a through-hole of a steel beam, and selection of the reinforcing bracket when the type of the reinforcing bracket is provisionally selected by the temporary selecting means. A selection request transmitting means for transmitting a request to the network, and a selection result receiving means for receiving data indicating the reinforcing bracket finally selected from the type of the reinforcing bracket temporarily selected by the temporary selecting means from the network. When the fabricator computer receives the structural calculation data, it calculates the proof stress of the steel beam reinforced by the reinforcing bracket belonging to the type of the temporarily selected reinforcing bracket using the structural calculation data. Final selecting means for selecting a reinforcing metal fitting having a steel beam more than a predetermined proof stress from among the reinforcing metal fittings belonging to the type of the reinforcing metal fitting, and the reinforcement selected by the final selecting means A selection result transmitting means for transmitting data indicating a tool to the fabricator computer, and a structure that is connectable via a network and transmits structural calculation data to the selection computer when a selection request is received from the fabricator computer It is a structural computer provided with calculation data transmission means.

  The fifteenth aspect of the present invention is a provisional selection means for temporarily selecting a type of reinforcing bracket applicable to a through hole of a steel beam, and selection of the reinforcing bracket when the type of the reinforcing bracket is provisionally selected by the temporary selecting means. A selection request transmitting means for transmitting a request to the network, and a selection result receiving means for receiving data indicating the reinforcing bracket finally selected from the type of the reinforcing bracket temporarily selected by the temporary selecting means from the network. And a structural computer having structural calculation data transmitting means for transmitting the structural calculation data to the selection computer when a selection request is received from the fabricator computer, and connectable via a network, When structural calculation data is received from the structural computer, the auxiliary belonging to the type of the temporarily selected reinforcing bracket The strength of the steel beam reinforced by the metal fitting is calculated using the structural calculation data, and the reinforcement metal fitting that makes the steel beam more than the predetermined strength is selected from the reinforcement metal fittings belonging to the type of the temporarily selected metal fitting. A selection computer comprising: selection means; and selection result transmission means for transmitting data indicating the reinforcing bracket selected by the final selection means to the fabricator computer.

  A sixteenth aspect of the present invention is a provisional selection step for temporarily selecting a type of reinforcing bracket applicable to a through-hole of a steel beam, and selection of a reinforcing bracket when the type of reinforcing bracket is provisionally selected by the temporary selecting step. A selection request transmission step for transmitting a request to the network, and a selection result reception step for receiving data indicating the reinforcement bracket finally selected from the types of the reinforcement brackets temporarily selected in the provisional selection step. When the selection request is received, a structural computer having structural calculation data transmitting means for transmitting the structural calculation data to the selection computer, and when the structural calculation data is received from the structural computer, the provisional selection is made. The proof strength of the steel beam reinforced by the reinforcing bracket belonging to the type of the reinforcing bracket is calculated using the structural calculation data, and the temporary selection is performed. Final selection means for selecting a reinforcement metal fitting that has a steel beam more than a predetermined proof strength from among the reinforcement metal fittings belonging to the type of the reinforcement metal fitting, and a selection result transmission for transmitting data indicating the reinforcement metal fitting selected by the final selection means A program for a fabricator computer that can be executed by a fabricator computer that can be connected via a network to a selection computer.

  According to a seventeenth aspect of the present invention, there is provided a provisional selection means for temporarily selecting a type of reinforcing bracket applicable to the through hole of the steel beam, and a selection of the reinforcing bracket when the type of the reinforcing bracket is provisionally selected by the temporary selecting means. A selection request transmitting means for transmitting a request to the network, and a selection result receiving means for receiving data indicating the reinforcing bracket finally selected from the type of the reinforcing bracket temporarily selected by the temporary selecting means from the network. When the fabricator computer receives the structural calculation data, it calculates the proof stress of the steel beam reinforced by the reinforcing bracket belonging to the type of the temporarily selected reinforcing bracket using the structural calculation data. Final selecting means for selecting a reinforcing metal fitting having a steel beam more than a predetermined proof stress from among the reinforcing metal fittings belonging to the type of the reinforcing metal fitting, and the reinforcement selected by the final selecting means A selection result transmission means for transmitting data indicating the tool to the fabricator computer; and a configuration computer that can be connected via a network, and the selection request is received from the fabricator computer In this case, it is a program for a structural computer having a structural calculation data transmission step for transmitting structural calculation data to a selection computer.

  According to an eighteenth aspect of the present invention, there is provided a temporary selection means for temporarily selecting a type of reinforcing bracket applicable to a through hole of a steel beam, and a selection of the reinforcing bracket when the type of the reinforcing bracket is provisionally selected by the temporary selecting means. A selection request transmitting means for transmitting a request to the network, and a selection result receiving means for receiving data indicating the reinforcing bracket finally selected from the type of the reinforcing bracket temporarily selected by the temporary selecting means from the network. A structure computer having a structure calculation data transmitting means for transmitting structure calculation data to the selection computer when a selection request is received from the fabricator computer, and a selection computer connectable via a network. The temporary selection is possible when structural calculation data is received from the structural computer. The strength of a steel beam reinforced by a reinforcing metal fitting belonging to the type of the reinforcing metal fitting is calculated using structural calculation data, and the steel beam is selected from among the reinforcing metal fittings belonging to the type of the reinforcing metal fitting selected temporarily. A selection computer program comprising: a final selection step of selecting a reinforcing bracket, and a selection result transmission step of transmitting data indicating the reinforcing bracket selected in the final selection step to the fabricator computer.

  According to a nineteenth aspect of the present invention, in the reinforcing design support system according to the first, seventh, or twelfth aspect of the present invention, when a first approval data request is received from the fabricator computer, the reinforcing bracket is used. A second approval data request means for transmitting the second approval data request to the network, and a second approval data response to the fabricator computer when the second approval data response to the second approval data request means is received from the network. A construction computer comprising a first approval data response means for transmitting a first approval data request for using the reinforcing bracket selected by the final selection means to the network. First approval data requesting means, and the structural computer When the second approval data request is received from the computer, it is determined whether or not the finally selected reinforcing bracket satisfies a predetermined condition, and if so, the second approval data is sent to the construction computer. It is a reinforcement design support system provided with the 2nd approval data response means which transmits a response.

According to a twentieth aspect of the present invention, a reinforcing bracket that is connectable to a fabricator computer and a structural computer included in the reinforcing design support system according to the first, seventh, or twelfth system via a network, and is finally selected from the fabricator computer. when receiving the first acknowledgment data request for the use of a second authorization data requesting means for transmitting a second acknowledgment data request for the use of reinforcing bracket to the structural computer, the second authorization data If the second acknowledgment data response to the request means is received from the structural computer, a first authorization data response means for transmitting a first acknowledgment data in response to the fabricator computer, a construction computer having a.

The twenty- first invention can be executed by a construction computer that can be connected to a fabricator computer and a structural computer included in the reinforcement design support system according to the first, seventh, or twelfth system via a network, and from the fabricator computer when receiving the first acknowledgment data request for the use of final selection has been reinforced bracket, a second authorization data request step of transmitting a second acknowledgment data request for the use of reinforcing bracket to the structural computer , if the second acknowledgment data response to the second authorization data request step received from said structure computer, for a construction computer having a first authorization data response sending a first acknowledgment data in response to the fabricator computer It is a program.

  According to the present invention, a reinforcement design support system, a fabricator computer, a structural computer, a selection computer, a construction computer, a reinforcement design support program, a program for a fabricator computer, a program for a structural computer, and a selection that do not unnecessarily interrupt work. A computer program and a construction computer program can be provided.

  The best mode for carrying out the present invention will be described below in detail with reference to the accompanying drawings.

FIG. 1 is a diagram showing an object of reinforcement design supported by the reinforcement design support system according to the embodiment of the present invention.
As shown in FIG. 1, the steel beam 500 is provided with a through hole, and a ring-shaped reinforcing metal fitting 600 is fitted into this through hole and welded. Thereby, the through hole of the steel beam 500 is reinforced. The reinforcement design support system according to the embodiment of the present invention is a type of reinforcement that can be applied to the required diameter of the through hole when the through hole of the steel beam is reinforced with a certain type of reinforcing bracket. A metal fitting is temporarily selected, and it is determined whether or not adaptive conditions such as the diameter of the through hole and the mounting position are satisfied. In this temporary selection, it is also possible to design how much through-holes should be provided at which positions in the steel beam. Next, the reinforcement design support system according to the embodiment of the present invention is applied to the through hole designed as described above, and selects a reinforcing metal fitting that reinforces the steel beam to a predetermined strength or more.

FIG. 2 is a diagram showing a reinforcement design support system (part 1) according to the embodiment of the present invention.
As shown in FIG. 2, the reinforcement design support system (part 1) according to the embodiment is a computer system in which a fabricator computer 100, a structural computer 200, and a construction computer 300 are connected via a network 1000. is there. Fabricator computer 100, structural computer 200, and construction computer 300 are constituted by a CPU, a memory, and the like, and operate as follows when the CPU executes a program.

FIG. 3 is a sequence diagram showing the operation of the reinforcement design support system (part 1) according to the embodiment of the present invention.
As shown in FIG. 3, first, initial data is input to the fabricator computer 100 (S101). Here, the initial data widely refers to data relating to the steel beam 500 and the through hole, and is not particularly limited. For example, from the hole diameter of the through hole, the material of the beam, the beam size, and the end of the beam. Data such as the distance to the center of the hole and the amount of eccentricity.
Next, the fabricator computer 100 performs provisional selection (S102). Here, the provisional selection means that when reinforcing with a certain type of reinforcing metal fitting, the applicable type of reinforcing metal fitting is selected depending on the beam size, etc., with respect to the required hole diameter of the through hole. This means that it is determined whether or not the application conditions such as the hole diameter and the mounting position are satisfied. According to this step S102, since application conditions such as the required hole diameter and mounting position of the through hole can be examined in advance, the reinforcing bracket cannot be applied to the through hole. Therefore, according to this step S102, it is found that the reinforcing metal fitting cannot be applied to the through hole after the reinforcement design is completed, and the reinforcement design is not re-executed again, and the reinforcement work for the through-hole is delayed or re-executed. Therefore, it is possible to prevent the entire construction process from being delayed. As will be described later, according to the present embodiment, the hole diameter of the through hole can be designed flexibly. However, as the hole diameter of the through hole increases, the reinforcing metal fitting applied to the through hole also increases. The metal fitting often interferes with the reinforcing metal fitting to be applied to other through holes or protrudes from the steel beam. For this reason, there is a possibility that the steel beam does not meet the application condition and the reinforcing bracket cannot be applied to the steel beam in many cases, but according to the present embodiment, the provisional selection determines early whether the application is possible. can do.
Next, when the type of the reinforcing bracket is temporarily selected, the fabricator computer 100 transmits a structural calculation data request to the structural computer 300 (S103). Here, the structural calculation data is data necessary for calculating the proof stress of the steel beam provided with the through hole among the calculation data for designing the structure of the building.
Next, when the structural computer 300 receives a structural calculation data request from the fabricator computer 100, the structural computer 300 transmits the structural calculation data to the fabricator computer 100 (S104). At the end of the steel beam, there is a plasticized region that absorbs energy when subjected to a large load such as an earthquake. Sometimes it could not be judged, and no through-hole was provided in the plasticized region. Moreover, conventionally, since it was difficult to examine in detail the strength of steel beams during construction, it was impossible to freely design the diameter of the through hole. However, according to the present embodiment, it becomes possible to use the structural calculation data as described above. Therefore, it becomes possible to examine in detail the strength of the steel beam at the time of building construction, and the plasticity of the steel beam A through hole can be provided also in the control region, and the hole diameter of the through hole can be designed flexibly. In the present embodiment, the fabricator computer 100 can obtain the structural calculation data from the structural computer 300 via the network 1000 even if it does not hold it.
Next, when the fabricator computer 100 receives the structural calculation data from the network 1000, the fabricator computer 100 calculates the strength of the steel beam reinforced by the reinforcing bracket belonging to the temporarily selected reinforcing bracket type using the structural calculation data. Then, a reinforcing metal fitting that makes the steel beam more than a predetermined proof stress is selected from among the reinforcing metal fittings belonging to the temporarily selected type of reinforcing metal fitting (S105). In the present invention, selecting a reinforcing metal fitting having a steel beam having a predetermined proof strength or more from among the reinforcing metal fittings belonging to the temporarily selected type of reinforcing metal fitting is called final selection. This finally selected reinforcing metal fitting can be applied to the through hole of the steel beam and can reinforce the steel beam to a predetermined strength or more.
Next, the fabricator computer 100 requests the construction computer 200 for the first approval data for using the selected reinforcing bracket (S106). Here, the first approval data request is an approval request for using the selected reinforcing bracket to the construction computer 200 of the fabricator computer 100.
Next, the construction computer 200 requests the structural computer for a second approval data request for using the reinforcing bracket (S107). Here, the second approval data request is an approval request for using the selected reinforcing bracket to the structural computer 300 of the construction computer 200.
Next, the structural computer 300 determines whether or not the selected reinforcing bracket satisfies a predetermined condition, and if so, transmits a second approval data response to the construction computer 200 (S108). Here, the second approval data response is an approval response for using the selected reinforcing bracket to the construction computer 200 of the structural computer 300.
Next, the construction computer 200 transmits a first approval data response to the fabricator computer 100. Here, the first approval data response is an approval response for using the selected reinforcing bracket to the fabricator computer 100 of the construction computer 200.
As described above, the fabricator computer 100 receives the approval from the construction computer 200 instead of the structural computer 300, and the construction computer receives the approval from the structural computer. In order to clarify the responsibilities of the construction company, fabricator, and designer regarding the through-hole reinforcement, the electronic data record of approval is clearly recorded as a log on the system or computer.

FIG. 4 is a block diagram illustrating functions of the fabricator computer 100.
As shown in FIG. 4, the fabricator computer 100 includes an input unit 101, a specification storage unit 102, a temporary selection unit 103, a structural calculation data request unit 104, a transmission unit 105, a reception unit 106, and a certificate. A storage unit 107, a beam through hole data storage unit 108, a final selection unit 109, an output unit 110, and an approval data request unit 111 are provided.
The initial data input to the input unit 101 is output to the temporary selection unit 103. The temporary selection unit 103 temporarily selects the type of the reinforcing bracket applicable to the through hole of the steel beam using the specification data and initial data of the reinforcing bracket stored in the specification storage unit 102. When the type of the reinforcing metal fitting is selected by the temporary selection unit 103, initial data and data indicating the result of the temporary selection are output to the structural calculation data request unit 104. When this data is input, the structural calculation data request unit 104 transmits a structural calculation data request for requesting the structural calculation data to the network via the transmission unit 105. Here, the structural calculation data request can include initial data and data indicating the result of provisional selection. The temporary selection unit 103 stores initial data and data indicating the result of the temporary selection so that it can be clarified what temporary selection has been performed based on the initial data that the fabricator does not have.
The structural calculation data received from the structural computer 300 via the receiving unit 106 is sent to the final selection unit 109. The final selection unit 109 uses the initial data and the structural calculation data input to the beam through-hole data storage unit 108 to structure the strength of the steel beam reinforced by the reinforcing bracket belonging to the temporarily selected reinforcing bracket type. A calculation is made using the calculated data, and a reinforcement fitting having a steel beam more than a predetermined proof stress is selected from the reinforcement fittings belonging to the temporarily selected type of the reinforcement fitting. The selected reinforcing metal fitting is sent to the output unit 110 for display and sent to the approval data request 111. The approval data request unit 111 transmits a first approval data request to the construction computer 200 via the transmission unit 105. The first approval data request includes data indicating the final selection result.
The first approval data request from the construction computer 200 is stored in the certificate storage unit 107 via the reception unit 106. Therefore, in this embodiment, since the presence or absence of approval by the construction computer 200 is stored as electronic data, the responsibility associated with the use of the reinforcing bracket is clarified.
The function of the fabricator computer 100 as described above can be realized, for example, by executing the following program on the fabricator computer 100. In other words, a temporary selection step that temporarily selects the type of reinforcing bracket applicable to the through hole of the steel beam, and a structural calculation data request that requires structural calculation data when the type of reinforcing bracket is provisionally selected in the temporary selection step When the structural calculation data request step for transmitting the structural calculation data to the network and the structural calculation data for the structural calculation data request transmitted by the structural calculation data request step are received from the network, the reinforcing bracket belonging to the type of the temporarily selected reinforcing bracket A final selection step of calculating the proof strength of the reinforced steel beam using structural calculation data, and selecting a reinforcing bracket that makes the steel beam more than a predetermined proof strength among the tempered metal fittings of the temporarily selected reinforcing bracket type; , A program for a fabricator computer. Also, a first approval data request step for transmitting to the network a first approval data request for using the reinforcing bracket selected by the final selection means, and a step for receiving a first approval data response to the first approval data request A program for a fabricator computer.
Or, use the structural calculation data to calculate the strength of the steel beam reinforced by the temporary fitting step that temporarily selects the type of the reinforcing bracket applicable to the through hole of the steel beam and the type of the temporarily selected reinforcing bracket. And a final selection step of selecting a reinforcing metal fitting having a steel beam having a predetermined proof strength or more from among the reinforcing metal fittings belonging to the temporarily selected type of the reinforcing metal fitting.

FIG. 5 is a block diagram showing functions of the construction computer 200.
As shown in FIG. 5, the construction computer 200 outputs the first approval data request received from the fabricator computer 100 via the receiving unit 201 to the approval data requesting unit 202. Here, the first approval data request includes data indicating the result of the final selection. The approval data request unit 202 transmits the second approval data request data to the structural computer 300 via the transmission unit 203. Here, the second approval data request includes data indicating the result of the final selection. The second approval data response data received from the structural computer 300 via the receiving unit 201 is output to the approval data response unit 204 and stored in the certificate storage unit 205. As a result, electronic data indicating responsibility for the structural design by the structural designer is stored. Further, the approval data response unit 204 that has output the second approval data response data transmits the first approval data response to the fabricator computer 100 via the transmission unit 203.
Such a function of the construction computer 200 can be realized, for example, by executing the following program on the construction computer 200. That is, when receiving the first approval data request for using the reinforcing bracket finally selected from the fabricator computer, the second approval data request for using the reinforcing bracket is transmitted to the structural computer. A construction having an approval data request step and a first approval data response step for transmitting the first approval data response to the fabricator computer when a second approval data response to the second approval data request step is received from the structural computer This is a computer program.

Although the block diagram showing the function of the structural computer 300 is not particularly shown, the structural computer 300 transmits the structural calculation data to the fabricator computer 100 when receiving the structural calculation data request from the fabricator computer 100. A structural calculation data transmission unit is provided. In addition to the structural calculation data, the structural computer 300 can also transmit calculation data for designing the structure of the building. However, it is possible to prevent unnecessary increase in network traffic and design drawings to unspecified persons. From the viewpoint of security problems due to distribution, it is preferable not to transmit calculation data for designing a building structure.
Such a function of the structural computer 300 can be realized, for example, by executing the following program on the structural computer 300. That is, the structural computer program includes a structural calculation data transmission step for transmitting structural calculation data to the fabricator computer when a structural calculation data request is received from the fabricator computer. In addition, when the second approval data request is received from the construction computer, it is determined whether or not the finally selected reinforcing bracket satisfies a predetermined condition. A structural computer program having a second approval data response step of transmitting a response.

FIG. 6 is a sequence diagram showing the operation of the reinforcement design support system (part 2) according to the embodiment of the present invention.
As shown in FIG. 6, first, initial data is input to the fabricator computer 100 (S201). Here, the initial data widely refers to data relating to the steel beam 500 and the through hole, and is not particularly limited. For example, from the hole diameter of the through hole, the material of the beam, the beam size, and the end of the beam. Data such as the distance to the center of the hole and the amount of eccentricity.
Next, the fabricator computer 100 performs provisional selection (S202). Here, the provisional selection means that when reinforcing with a certain type of reinforcing metal fitting, the applicable type of reinforcing metal fitting is selected depending on the beam size, etc., with respect to the required hole diameter of the through hole. This means that it is determined whether or not the application conditions such as the hole diameter and the mounting position are satisfied. According to this step S202, application conditions such as the required hole diameter and mounting position of the through hole can be examined in advance, so that the reinforcing bracket cannot be applied to the through hole. Therefore, according to this step S202, since application conditions such as the required hole diameter and mounting position of the through hole can be examined in advance, the reinforcing bracket cannot be applied to the through hole. Therefore, according to this step S202, it is found that the reinforcing metal fitting cannot be applied to the through hole after the reinforcement design is completed, and the reinforcement design is not performed again. Further, the reinforcement work for the through hole is delayed or repeated. Therefore, it is possible to prevent the entire construction process from being delayed. As will be described later, according to the present embodiment, the hole diameter of the through hole can be designed flexibly. However, as the hole diameter of the through hole increases, the reinforcing metal fitting applied to the through hole also increases. The metal fitting often interferes with the reinforcing metal fitting to be applied to other through holes or protrudes from the steel beam. For this reason, there is a possibility that the steel beam does not meet the application condition and the reinforcing bracket cannot be applied to the steel beam in many cases, but according to the present embodiment, the provisional selection determines early whether the application is possible. can do.
Next, when the type of the reinforcing metal fitting is temporarily selected, the fabricator computer 100 transmits a final selection request to the structural computer 300 (S203). Here, the final selection request includes initial data and data indicating the result of provisional selection.
Next, when the structural computer 300 receives a final selection request from the network 1000, the structural computer 300 calculates the strength of the steel beam reinforced by the reinforcing bracket belonging to the temporarily selected reinforcing bracket type using the structural calculation data. A reinforcing metal fitting that makes the steel beam more than a predetermined proof stress is selected from among the reinforcing metal fittings belonging to the temporarily selected reinforcing metal fitting type (S204). In the present invention, selecting a reinforcing metal fitting having a steel beam having a predetermined proof strength or more from among the reinforcing metal fittings belonging to the temporarily selected type of reinforcing metal fitting is called final selection. This finally selected reinforcing metal fitting can be applied to the through hole of the steel beam and can reinforce the steel beam to a predetermined strength or more.
Next, the structure computer 300 transmits a final selection response to the fabricator computer 100 (S205). Here, the final selection response includes data indicating the final selection result.
At the end of the steel beam, there is a plasticized region that absorbs energy when subjected to a large load such as an earthquake. Sometimes it could not be judged, and no through-hole was provided in the plasticized region. Moreover, conventionally, since it was difficult to examine in detail the strength of steel beams during construction, it was impossible to freely design the diameter of the through hole. However, according to the present embodiment, it becomes possible to use the structural calculation data as described above. Therefore, it becomes possible to examine in detail the strength of the steel beam at the time of building construction, and the plasticity of the steel beam A through hole can be provided also in the control region, and the hole diameter of the through hole can be designed flexibly. In the present embodiment, even if the fabricator computer 100 does not hold the structural calculation data, the steel beam is attached to the predetermined strength of the reinforcing bracket belonging to the type of the temporarily selected reinforcing bracket. The reinforcing metal fittings described above can be known.
Hereinafter, an approval process similar to that of the reinforcement design support system (part 1) according to the embodiment of the present invention is executed.

FIG. 7 is a block diagram showing the function (part 2) of the fabricator computer 100.
As shown in FIG. 7, the fabricator computer 100 includes an input unit 120, a specification storage unit 121, a temporary selection unit 122, a final selection request unit 123, a transmission unit 124, a reception unit 125, and a certificate storage. Unit 126, output unit 127, and approval data request unit 128.
Initial data input to the input unit 120 is output to the temporary selection unit 122. The temporary selection unit 122 temporarily selects the type of the reinforcing bracket applicable to the through hole of the steel beam using the specification data and initial data of the reinforcing bracket stored in the specification storage unit 121. When the type of the reinforcing bracket is selected by the temporary selection unit 122, initial data and data indicating the result of temporary selection are output to the final selection request unit 123, and the final selection is transmitted from the final selection request unit 123 via the transmission unit 124. A request is sent to the structure computer 300. Here, the final selection request includes initial data and data indicating the result of provisional selection. The temporary selection unit 122 stores initial data and data indicating the result of temporary selection so that it can be clarified what temporary selection has been performed based on the initial data that the fabricator does not have.
Data indicating the reinforcing metal fittings having a steel beam more than a predetermined strength among the reinforcing metal fittings belonging to the temporarily selected type of reinforcing metal fittings received via the receiving unit 125 is stored in the certificate data storage unit 126. Are output from the output unit 127 and also output to the approval data request unit 128. Since the data indicating the reinforcing metal fittings that make the steel beam more than the predetermined proof strength among the reinforcing metal fittings belonging to the temporarily selected type of reinforcing metal fittings is stored in the certificate data storage unit 126, any structural reinforcement is performed by the structural computer 300. Whether the metal fitting has been selected is stored as electronic data, which is useful for pursuing responsibility for the selection of the reinforcing metal fitting. The approval data request unit 128 transmits a first approval data request to the construction computer 200 via the transmission unit 124. Here, the first approval data request includes data indicating a reinforcing metal fitting having a steel beam more than a predetermined proof stress among the reinforcing metal fittings belonging to the temporarily selected type of the reinforcing metal fitting.
The first approval data response received from the construction computer 200 via the receiving unit 125 is stored in the certificate storage unit 126. Therefore, in this embodiment, since the presence or absence of approval by the construction computer 200 is stored as electronic data, the responsibility associated with the use of the reinforcing bracket is clarified.
The function (No. 2) of the fabricator computer 100 as described above can be realized, for example, by executing the following program on the fabricator computer 100. In other words, a temporary selection step for temporarily selecting the type of reinforcing bracket applicable to the through-hole of the steel beam, and when the type of reinforcing bracket is temporarily selected in the temporary selection step, a selection request for the reinforcing bracket is sent to the network. In response to the selection request transmitted from the selection request transmission step and the selection request transmission step, data indicating the reinforcement bracket finally selected from the types of the reinforcement bracket temporarily selected in the provisional selection step is received from the network. And a selection result receiving step. Also, a first approval data request step for transmitting to the network a first approval data request for using the reinforcing bracket selected by the final selection means, and a step for receiving a first approval data response to the first approval data request A program for a fabricator computer.

  Since the function (part 2) of the construction computer 200 is the same as the function (part 1) of the construction computer 200, the description thereof is omitted.

FIG. 8 is a block diagram showing the function (part 2) of the structural computer 300.
As shown in FIG. 8, the structural computer 300 outputs the selection request received from the fabricator computer 100 via the reception unit 301 to the final selection unit 303. The final selection unit 303 uses the initial data and provisional selection data included in the selection request and the structural calculation data stored in the structural data storage unit 302 to reinforce with the reinforcing brackets belonging to the temporarily selected reinforcing bracket type. The proof strength of the steel beam is calculated using the structural calculation data, and the reinforcing bracket that makes the steel beam more than a predetermined proof strength is selected from among the reinforcing brackets belonging to the temporarily selected type of the reinforcing bracket. The selected reinforcing metal fitting is transmitted from the transmission unit 304.
The second approval data request received from the construction computer 200 via the receiving unit 301 is output to the approval response unit 305 and stored in the certificate storage unit 306. In addition, the approval response unit 305 transmits a second approval data response to the construction computer 200 via the transmission unit 304.
Such a function of the structural computer 300 can be realized, for example, by executing the following program on the structural computer 300. That is, when a selection request is received from the fabricator computer, the strength of the steel beam reinforced by the reinforcing bracket belonging to the temporarily selected reinforcing bracket type is calculated, and the reinforcing bracket belonging to the temporarily selected reinforcing bracket type is calculated. A final selection step of selecting a reinforcing bracket that makes the steel beam more than a predetermined proof strength from among the above, and a selection result transmission step of transmitting data indicating the reinforcing bracket selected in the final selection step to the fabricator computer This is a computer program. In addition, when the second approval data request is received from the construction computer, it is determined whether or not the finally selected reinforcing bracket satisfies a predetermined condition. A structural computer program having a second approval data response step of transmitting a response.

FIG. 9 is a diagram showing a reinforcement design support system (part 3) according to the embodiment of the present invention.
As shown in FIG. 9, the reinforcement design support system (part 3) according to the embodiment of the present invention includes a selection computer, unlike the above-described reinforcement design support systems (part 1) and (part 2).

FIG. 10 is a sequence diagram showing the operation of the reinforcement design support system (part 3) according to the embodiment of the present invention.
As shown in FIG. 10, first, initial data is input to the fabricator computer 100 (S301). Here, the initial data widely refers to data relating to the steel beam 500 and the through hole, and is not particularly limited. For example, from the hole diameter of the through hole, the material of the beam, the beam size, and the end of the beam. Data such as the distance to the center of the hole and the amount of eccentricity.
Next, the fabricator computer 100 performs provisional selection (S302).
Here, the provisional selection means that when reinforcing with a certain type of reinforcing metal fitting, the applicable type of reinforcing metal fitting is selected depending on the beam size, etc., with respect to the required hole diameter of the through hole. This means that it is determined whether or not the application conditions such as the hole diameter and the mounting position are satisfied. According to this step S302, since application conditions such as the required hole diameter and attachment position of the through hole can be examined in advance, the reinforcing bracket cannot be applied to the through hole. Therefore, according to this step S302, it is found that the reinforcing metal fitting cannot be applied to the through hole after the reinforcement design is completed, and the reinforcement design is not re-executed again. Further, the reinforcement work for the through-hole is delayed or re-executed. Therefore, it is possible to prevent the entire construction process from being delayed. As will be described later, according to the present embodiment, the hole diameter of the through hole can be designed flexibly. However, as the hole diameter of the through hole increases, the reinforcing metal fitting applied to the through hole also increases. The metal fitting often interferes with the reinforcing metal fitting to be applied to other through holes or protrudes from the steel beam. For this reason, there is a possibility that the steel beam does not meet the application condition and the reinforcing bracket cannot be applied to the steel beam in many cases, but according to the present embodiment, the provisional selection determines early whether the application is possible. can do.
Next, when the type of the reinforcing bracket is provisionally selected, the fabricator computer 100 transmits a structural calculation data request to the structural computer 300 (S303) and transmits initial data to the selection computer 400 ( S304).
Next, the structure computer 300 transmits the structure calculation data to the selection computer 400 (S305).
Next, the selection computer 400 calculates the proof stress of the steel beam reinforced by the reinforcing bracket belonging to the temporarily selected reinforcing bracket type using the structural calculation data, and the reinforcing bracket belonging to the temporarily selected reinforcing bracket type. A reinforcing metal fitting that makes the steel beam more than a predetermined proof stress is selected from among them (S306). In the present invention, selecting a reinforcing metal fitting having a steel beam having a predetermined proof strength or more from among the reinforcing metal fittings belonging to the temporarily selected type of reinforcing metal fitting is called final selection. This finally selected reinforcing metal fitting can be applied to the through hole of the steel beam and can reinforce the steel beam to a predetermined strength or more.
Next, the selection computer 400 transmits a final selection response to the fabricator computer 100 (S104). Here, the final selection response includes data indicating the final selection result.
At the end of the steel beam, there is a plasticized region that absorbs energy when subjected to a large load such as an earthquake. Sometimes it could not be judged, and no through-hole was provided in the plasticized region. Moreover, conventionally, since it was difficult to examine in detail the strength of steel beams during construction, it was impossible to freely design the diameter of the through hole. However, according to the present embodiment, it becomes possible to use the structural calculation data as described above. Therefore, it becomes possible to examine in detail the strength of the steel beam at the time of building construction, and the plasticity of the steel beam A through hole can be provided also in the control region, and the hole diameter of the through hole can be designed flexibly. In the present embodiment, even if the fabricator computer 100 does not hold the structural calculation data, the steel beam is attached to the predetermined strength of the reinforcing bracket belonging to the type of the temporarily selected reinforcing bracket. The reinforcing metal fittings described above can be known. Further, the structural computer 200 does not need to select a reinforcing bracket that makes the steel beam more than a predetermined proof stress from among the reinforcing brackets belonging to the temporarily selected type of the reinforcing bracket.
Hereinafter, the same approval process as that of the reinforcement design support system (part 1) and (part 2) according to the embodiment of the present invention is executed.

  Although not shown, the fabricator computer 100 included in the reinforcing design support system (part 3) according to the embodiment of the present invention transmits a final selection request to the structural computer 300, and transmits initial data to the selection computer 400 for selection. The reinforcement design support system (part 2) is different in that a final selection response is received from the computer 400. Note that such a function of the fabricator computer 100 can be realized, for example, by executing the following program on the fabricator computer 100. In other words, a temporary selection step for temporarily selecting the type of reinforcing bracket applicable to the through-hole of the steel beam, and when the type of reinforcing bracket is temporarily selected in the temporary selection step, a selection request for the reinforcing bracket is sent to the network. And a selection result receiving step for receiving from the network data indicating the reinforcing bracket finally selected from the types of the reinforcing bracket temporarily selected in the temporary selection step. is there. Also, a first approval data request step for transmitting to the network a first approval data request for using the reinforcing bracket selected by the final selection means, and a step for receiving a first approval data response to the first approval data request A program for a fabricator computer.

  In addition, the construction computer 200 included in the reinforcement design support system (part 3) according to the embodiment of the present invention has the same functions as the reinforcement design support system (part 1) and (part 2), and thus description thereof is omitted. .

  Further, although not shown, the structural computer 300 provided in the reinforcing design support system (part 3) according to the embodiment of the present invention transmits the structural calculation data to the selection computer 400 in that the structural computer 300 transmits the structural calculation data to the fabricator computer 100. It is different from the design support system (part 1). Such a function of the structural computer 300 can be realized, for example, by executing the following program on the structural computer 300. That is, the program for the structural computer has a structural calculation data transmission step for transmitting the structural calculation data to the selection computer when a selection request is received from the fabricator computer. In addition, when the second approval data request is received from the construction computer, it is determined whether or not the finally selected reinforcing bracket satisfies a predetermined condition. A structural computer program having a second approval data response step of transmitting a response.

FIG. 11 is a block diagram illustrating functions of the selection computer 400.
As illustrated in FIG. 11, the selection computer 400 includes a reception unit 401, a final selection unit 402, a certificate storage unit 403, and a transmission unit 404.
In the selection computer 400, the structural calculation data received from the structural computer 300 via the reception unit 401 is output to the final selection unit 402 and stored in the certificate storage unit 403. The final selection unit 402 calculates the proof stress of the steel beam reinforced by the reinforcing metal fittings belonging to the temporarily selected reinforcing metal fitting type using the structural calculation data, and among the reinforcing metal fittings belonging to the temporarily selected reinforcing metal fitting type. The reinforcement metal fitting which makes a steel beam more than predetermined proof stress is selected. Data indicating the reinforcing bracket selected by the final selection unit 402 is transmitted to the fabricator computer 100 via the transmission unit 404. Such a function of the selection computer 400 can be realized, for example, by executing the following program on the selection computer 400. That is, when structural calculation data is received from the structural computer, the proof strength of the steel beam reinforced by the reinforcing bracket belonging to the type of the temporarily selected reinforcing bracket is calculated using the structural calculation data, and the temporarily selected reinforcement Final selection step to select a reinforcing bracket that has a steel beam more than the specified proof strength from among the reinforcing brackets belonging to the bracket type, and selection result to send data indicating the reinforcing bracket selected in the final selection step to the fabricator computer And a transmission step.

FIG. 12 is a flowchart illustrating an example of a program that can execute a provisional selection process. Here, the provisional selection process means that when reinforcing with a certain type of reinforcing bracket, depending on the beam size, etc., with respect to the required hole diameter of the through-hole when reinforcing with a certain type of reinforcing bracket. This refers to a process of selecting an applicable type of reinforcing bracket and determining whether or not an application condition such as a hole diameter of a through hole and an attachment position is satisfied.
As shown in FIG. 12, in the provisional selection process, the CPU waits until initial data is input (S401).
When the initial data is input, the CPU determines whether or not the reinforcing bracket can be applied to the steel beam and the through hole indicated by the initial data (S402). This determination is made, for example, after the CPU determines whether or not the steel beam and the through-hole indicated by the initial data satisfy general application conditions (for example, see FIG. 13) stored in the memory, The type of the reinforcing bracket applicable to the through hole can be obtained by extracting from the specific data (see FIG. 14) of the reinforcing bracket.
Next, if applicable, the CPU performs provisional selection for temporarily selecting the model (S403). If not applicable, the CPU displays the content (warning), corrects the initial data, and again. Wait until it is input (S402, S401).

ここで、
Ｍ_ｄｌ ：有孔部長期曲げモーメント
Ｍ_ａｌｈ ：純曲げ時の有孔部長期許容曲げ耐力
Ｍ_ａｌｈｆ：純せん断時の有孔部長期許容せん断耐力Ｑ_ａｌｈを保持したまま負担し
うる有孔部長期許容曲げ耐力
Ｍ_ｄｓ ：有孔部短期曲げモーメント
Ｍ_ａｓｈ ：純曲げ時の有孔部短期許容曲げ耐力
Ｍ_ａｓｈｆ：純せん断時の有孔部短期許容せん断耐力Ｑ_ａｓｈを保持したまま負担し
うる有孔部短期許容曲げ耐力
Ｍ_ｄｕ ：有孔部終局曲げモーメント
Ｍ_ｕｈ ：純曲げ時の有孔部終局曲げ耐力
Ｍ_ｕｈｆ ：純せん断時の有孔部終局せん断耐力Ｑ_ａｌｈを保持したまま負担し
うる有孔部終局曲げ耐力
Ｑ_ｄｌ ：有孔部長期せん断力
Ｑ_ａｌｈ ：純せん断時の有孔部長期許容せん断耐力
Ｑ_ｄｓ ：有孔部短期せん断力
Ｑ_ａｓｈ ：純せん断時の有孔部短期許容せん断耐力
Ｑ_ｄｕ ：有孔部終局せん断力
Ｑ_ｕｈ ：純せん断時の有孔部終局せん断耐力
である。
次ぎに、ＣＰＵは、所定の耐力以上であれば、ステップＳ５０１で選択した補強金具を最終選定する（Ｓ５０３）。他方、所定の耐力以上でない場合、ＣＰＵは、仮選定された補強金具の型式に属する補強金具のすべてについて上記耐力の検討を行ったか否かを判断し（Ｓ５０４）、行っていれば処理を終了する一方、行っていなければ上記ステップを繰り返す。 FIG. 15 is a flowchart illustrating an example of a program that can execute the final selection process. Here, the final selection process refers to a process of selecting a reinforcing metal fitting that makes the steel beam more than a predetermined proof stress from among the reinforcing metal fittings belonging to the temporarily selected type of the reinforcing metal fitting.
As shown in FIG. 15, in the final selection process, the CPU selects one reinforcing metal fitting belonging to this type from the temporarily selected reinforcing metal fitting types (S501).
Next, the CPU calculates the proof stress of the steel beam reinforced by the reinforcing bracket belonging to the temporarily selected reinforcing bracket type using the structural calculation data, and the CPU calculates the strength of the reinforcing bracket belonging to the temporarily selected reinforcing bracket type. From this, it is determined whether or not the steel beam is more than a predetermined proof stress (S502). Here, it can be determined, for example, based on the following equation whether or not it is equal to or greater than a predetermined yield strength.

here,
M _dl : _{Perforated hole} long-term bending moment M _alh : _{Perforated hole} long-term allowable bending strength during pure bending M _alhf : _{Perforated hole} long-term allowable shear strength during pure shear Q _alh Permissible bending strength M _ds : Perforated portion short-term bending moment M _ash : _Perforated portion short-term allowable bending strength M _ashf during pure bending _Perforated portion short-term permissible shear strength Q _ash during pure shear hole short allowable bending strength M _du: perforated portion ultimate bending moment M _uh: pure bending when the perforated portion Ultimate flexural strength M _uhf: can bear while holding the perforated portion Ultimate shear strength Q _AlH during pure shear perforated portion Ultimate flexural strength _{Q dl:} perforated portion long shear force _{Q AlH:} net shear at the perforated portion prolonged acceptable shear strength _{Q ds:} perforated portion short shear force _{Q ash:} perforated portion short acceptable time pure shear N cross-sectional strength Q _du: the perforated portion ultimate shear force Q _uh: a perforated portion ultimate shear strength at the time of pure shear.
Next, the CPU finally selects the reinforcing metal fitting selected in step S501 if the predetermined yield strength is exceeded (S503). On the other hand, if it is not equal to or greater than the predetermined proof stress, the CPU determines whether or not the proof stress has been examined for all of the reinforcing metal fittings belonging to the temporarily selected reinforcing metal fitting type (S504). If not, repeat the above steps.

  The present invention can be used for reinforcing design of all through holes provided in a steel beam.

It is a figure which shows the object of the reinforcement design which the reinforcement design assistance system which concerns on embodiment of this invention supports. It is a figure which shows the reinforcement design support system (the 1) which concerns on embodiment of this invention. It is a figure which shows operation | movement of the reinforcement design support system (the 1) which concerns on embodiment of this invention. It is a block diagram which shows the function of the fabricator computer. 2 is a block diagram showing functions of a construction computer 200. FIG. It is a sequence diagram which shows operation | movement of the reinforcement design support system (the 2) which concerns on embodiment of this invention. It is a block diagram which shows the function (the 2) of the fabricator computer. It is a block diagram which shows the function (the 2) of the construction computer 200. It is a figure which shows the reinforcement design support system (the 3) which concerns on embodiment of this invention. It is a sequence diagram which shows operation | movement of the reinforcement design support system (the 3) which concerns on embodiment of this invention. It is a block diagram which shows the function of the selection computer. It is a flowchart which shows an example of the program which can perform the process of provisional selection. The figure which shows an example of the specification data which memorize | stored the general application conditions of a reinforcement metal fitting. The figure which shows an example of the specification data which memorize | stored the specific application conditions of a reinforcement metal fitting. It is a flowchart which shows an example of the program which can perform the process of final selection.

Explanation of symbols

DESCRIPTION OF SYMBOLS 100 Fabricator computer 101 Input part 102 Specification memory | storage part 103 Temporary selection part 104 Structural calculation data request | requirement part 105 Transmission part 106 Reception part 107 Certificate memory | storage part 108 Beam through-hole data storage part 109 Final selection part 110 Output part 111 Authorization data request | requirement Unit 120 input unit 121 specification storage unit 122 temporary selection unit 123 final selection unit 124 transmission unit 125 reception unit 126 certificate storage unit 127 output unit 128 approval data request unit 200 construction computer 201 reception unit 202 approval data request unit 203 transmission unit 204 Approval data response unit 205 Certificate storage unit 300 Structure computer 301 Reception unit 302 Structure data storage unit 303 Final selection unit 304 Transmission unit 305 Approval response unit 306 Certificate storage unit 400 Selection computer 401 Reception unit 402 Final battle bottom unit 403 Certificate憶部 404 transmitting unit 500 steel beam 600 reinforcing brackets 1000 network

Claims (21)

Temporary selection means for temporarily selecting the type of reinforcing bracket applicable to the through hole of the steel beam;
A structural calculation data requesting means for transmitting a structural calculation data request for requesting structural calculation data to the network when the type of the reinforcing bracket is temporarily selected by the temporary selection means;
When structural calculation data corresponding to the structural calculation data request transmitted by the structural calculation data request means is received from the network, the structural calculation is performed on the strength of the steel beam reinforced by the reinforcing bracket belonging to the temporarily selected reinforcing bracket type. A final selecting means for calculating a reinforcing bracket that makes a steel beam more than a predetermined proof stress from among the reinforcing brackets that are calculated using data and belong to the type of the temporarily selected reinforcing bracket;
A fabricator computer comprising:
A structural computer comprising structural calculation data transmitting means for transmitting structural calculation data to the fabricator computer when a structural calculation data request is received from the fabricator computer;
Reinforcement design support system connected by a network. Temporary selection means for temporarily selecting the type of reinforcing bracket applicable to the through hole of the steel beam;
A structural calculation data requesting means for transmitting a structural calculation data request for requesting structural calculation data to the network when the type of the reinforcing bracket is temporarily selected by the temporary selection means;
When structural calculation data corresponding to the structural calculation data request transmitted by the structural calculation data request means is received from the network, the structural calculation is performed on the strength of the steel beam reinforced by the reinforcing bracket belonging to the temporarily selected reinforcing bracket type. A final selecting means for calculating a reinforcing bracket that makes a steel beam more than a predetermined proof stress from among the reinforcing brackets that are calculated using data and belong to the type of the temporarily selected reinforcing bracket;
Comprising
A fabricator computer that is connectable via a network to a structural computer having structural calculation data transmitting means for transmitting structural calculation data to the fabricator computer when the structural calculation data request is received. Temporary selection means for temporarily selecting the type of reinforcing bracket applicable to the through hole of the steel beam;
A structural calculation data requesting means for transmitting a structural calculation data request for requesting structural calculation data to the network when the type of the reinforcing bracket is temporarily selected by the temporary selection means;
When structural calculation data corresponding to the structural calculation data request transmitted by the structural calculation data request means is received from the network, the structural calculation is performed on the strength of the steel beam reinforced by the reinforcing bracket belonging to the temporarily selected reinforcing bracket type. A final selecting means for calculating a reinforcing bracket that makes a steel beam more than a predetermined proof stress from among the reinforcing brackets that are calculated using data and belong to the type of the temporarily selected reinforcing bracket;
Can be connected via a network to a fabricator computer comprising
A structural computer comprising structural calculation data transmission means for transmitting structural calculation data to the fabricator computer when a structural calculation data request is received from the fabricator computer. Temporary selection step to temporarily select the type of reinforcing bracket applicable to the through hole of the steel beam;
A structural calculation data requesting step for transmitting a structural calculation data request for requesting structural calculation data to the network when the type of the reinforcing bracket is provisionally selected in the temporary selection step;
When structural calculation data corresponding to the structural calculation data request transmitted in the structural calculation data request step is received from the network, the structural calculation is performed on the strength of the steel beam reinforced by the reinforcing bracket belonging to the temporarily selected reinforcing bracket type. A final selection step of selecting a reinforcing bracket that makes a steel beam more than a predetermined proof stress from among the reinforcing brackets that are calculated using data and belong to the type of the temporarily selected reinforcing bracket;
Have
A program for a fabricator computer that can be executed by a fabricator computer that is connectable via a network to a structural computer having structural calculation data transmission means for transmitting structural calculation data when receiving the structural calculation data request. Temporary selection step to temporarily select the type of reinforcing bracket applicable to the through hole of the steel beam;
A structural calculation data requesting step for transmitting a structural calculation data request for requesting structural calculation data to the network when the type of the reinforcing bracket is provisionally selected in the temporary selection step;
When structural calculation data corresponding to the structural calculation data request transmitted in the structural calculation data request step is received from the network, the structural calculation is performed on the strength of the steel beam reinforced by the reinforcing bracket belonging to the temporarily selected reinforcing bracket type. A final selection step of selecting a reinforcing bracket that makes a steel beam more than a predetermined proof stress from among the reinforcing brackets that are calculated using data and belong to the type of the temporarily selected reinforcing bracket;
And can be executed by a structural computer connectable via a network to a fabricator computer comprising:
A structural computer program comprising a structural calculation data transmission step of transmitting structural calculation data to the fabricator computer when a structural calculation data request is received from the fabricator computer. Temporary selection step to temporarily select the type of reinforcing bracket applicable to the through hole of the steel beam;
The strength of the steel beam reinforced by the reinforcing metal fittings belonging to the temporarily selected reinforcing metal fitting type is calculated using structural calculation data, and the steel beam is selected from among the reinforcing metal fittings belonging to the temporarily selected reinforcing metal fitting type. A final selection step of selecting a reinforcing bracket that has a predetermined yield strength or more;
Reinforcement design support program to make computer execute . Temporary selection means for temporarily selecting the type of reinforcing bracket applicable to the through hole of the steel beam;
A selection request transmitting means for transmitting a selection request for the reinforcing metal fitting to the network when the type of the reinforcing metal fitting is provisionally selected by the temporary selecting means;
In response to the selection request transmitted from the selection request transmission means, a selection result receiving means for receiving data indicating the reinforcement metal fitting finally selected from the types of reinforcement metal fittings temporarily selected by the temporary selection means from the network; ,
A fabricator computer comprising:
When a selection request is received from the fabricator computer, the proof strength of the steel beam reinforced by the reinforcing bracket belonging to the temporarily selected reinforcing bracket type is calculated using structural calculation data, and the temporarily selected reinforcement A final selection means for selecting a reinforcing bracket that makes the steel beam more than a predetermined proof stress from among the reinforcing brackets belonging to the type of the bracket;
Selection result transmission means for transmitting data indicating the reinforcing metal fitting selected by the final selection means to the fabricator computer;
A structural computer comprising:
With the features and reinforcement design support system. Temporary selection means for temporarily selecting the type of reinforcing bracket applicable to the through hole of the steel beam;
A selection request transmitting means for transmitting a selection request for the reinforcing metal fitting to the network when the type of the reinforcing metal fitting is provisionally selected by the temporary selecting means;
In response to the selection request transmitted from the selection request transmission means, a selection result receiving means for receiving data indicating the reinforcement metal fitting finally selected from the types of reinforcement metal fittings temporarily selected by the temporary selection means from the network; ,
Comprising
When the selection request is received, the proof stress of the steel beam reinforced by the reinforcing bracket belonging to the temporarily selected reinforcing bracket type is calculated, and from among the reinforcing brackets belonging to the temporarily selected reinforcing bracket type. A final selection means for selecting a reinforcing bracket that makes the steel beam more than a predetermined yield strength;
A selection result transmission means for transmitting data indicating the reinforcing bracket selected by the final selection means;
A fabricator computer that can be connected to a structural computer via a network. Temporary selection means for temporarily selecting the type of reinforcing bracket applicable to the through hole of the steel beam;
A selection request transmitting means for transmitting a selection request for the reinforcing metal fitting to the network when the type of the reinforcing metal fitting is provisionally selected by the temporary selecting means;
In response to the selection request transmitted from the selection request transmission means, a selection result receiving means for receiving data indicating the reinforcement metal fitting finally selected from the types of reinforcement metal fittings temporarily selected by the temporary selection means from the network; ,
Can be connected via a network to a fabricator computer comprising
When a selection request is received from the fabricator computer, the proof strength of the steel beam reinforced by the reinforcing bracket belonging to the temporarily selected reinforcing bracket type is calculated, and the reinforcement belonging to the temporarily selected reinforcing bracket type is calculated. A final selection means for selecting a reinforcing bracket that makes the steel beam more than a predetermined proof stress from among the brackets;
Selection result transmission means for transmitting data indicating the reinforcing metal fitting selected by the final selection means to the fabricator computer;
A structural computer comprising: Temporary selection step to temporarily select the type of reinforcing bracket applicable to the through hole of the steel beam;
A selection request transmission step of transmitting a selection request for the reinforcing bracket to the network when the type of the reinforcing bracket is provisionally selected by the temporary selection step;
In response to the selection request transmitted from the selection request transmission step, a selection result reception step of receiving data indicating the reinforcement metal fitting finally selected from the types of reinforcement metal fittings temporarily selected in the temporary selection step; ,
Have
When the selection request is received, the proof stress of the steel beam reinforced by the reinforcing bracket belonging to the temporarily selected reinforcing bracket type is calculated, and from among the reinforcing brackets belonging to the temporarily selected reinforcing bracket type. A final selection means for selecting a reinforcing bracket that makes the steel beam more than a predetermined yield strength;
A selection result transmission means for transmitting data indicating the reinforcing bracket selected by the final selection means;
A program for a fabricator computer executed by a fabricator computer connectable to a structural computer via a network. Temporary selection means for temporarily selecting the type of reinforcing bracket applicable to the through hole of the steel beam;
A selection request transmitting means for transmitting a selection request for the reinforcing metal fitting to the network when the type of the reinforcing metal fitting is provisionally selected by the temporary selecting means;
In response to the selection request transmitted from the selection request transmission means, a selection result receiving means for receiving data indicating the reinforcement metal fitting finally selected from the types of reinforcement metal fittings temporarily selected by the temporary selection means from the network; ,
And can be executed by a structural computer connectable via a network to a fabricator computer comprising:
When a selection request is received from the fabricator computer, the proof strength of the steel beam reinforced by the reinforcing bracket belonging to the temporarily selected reinforcing bracket type is calculated, and the reinforcement belonging to the temporarily selected reinforcing bracket type is calculated. A final selection step of selecting a reinforcing bracket that makes the steel beam more than a predetermined yield strength from among the brackets;
A selection result transmission step of transmitting data indicating the reinforcing bracket selected in the final selection step to the fabricator computer;
A program for a structural computer having: Temporary selection means for temporarily selecting the type of reinforcing bracket applicable to the through hole of the steel beam;
A selection request transmitting means for transmitting a selection request for the reinforcing metal fitting to the network when the type of the reinforcing metal fitting is provisionally selected by the temporary selecting means;
A selection result receiving means for receiving from the network data indicating the reinforcement metal fitting finally selected from the types of reinforcement metal fittings temporarily selected by the temporary selection means;
A fabricator computer comprising:
A structural computer comprising structural calculation data transmission means for transmitting structural calculation data to the selection computer when a selection request is received from the fabricator computer;
When structural calculation data is received from the structural computer, the strength of the steel beam reinforced by the reinforcing bracket belonging to the type of the temporarily selected reinforcing bracket is calculated using the structural calculation data, and the temporarily selected reinforcement A final selection means for selecting a reinforcing bracket that makes the steel beam more than a predetermined proof stress from among the reinforcing brackets belonging to the type of the bracket;
Selection result transmission means for transmitting data indicating the reinforcing metal fitting selected by the final selection means to the fabricator computer;
A selection computer comprising:
With the features and reinforcement design support system. Temporary selection means for temporarily selecting the type of reinforcing bracket applicable to the through hole of the steel beam;
A selection request transmitting means for transmitting a selection request for the reinforcing metal fitting to the network when the type of the reinforcing metal fitting is provisionally selected by the temporary selecting means;
A selection result receiving means for receiving from the network data indicating the reinforcement metal fitting finally selected from the types of reinforcement metal fittings temporarily selected by the temporary selection means;
Comprising
A structural computer comprising structural calculation data transmitting means for transmitting structural calculation data to the selection computer when the selection request is received;
When structural calculation data is received from the structural computer, the strength of the steel beam reinforced by the reinforcing bracket belonging to the type of the temporarily selected reinforcing bracket is calculated using the structural calculation data, and the temporarily selected reinforcement A final selection means for selecting a reinforcing bracket that makes the steel beam more than a predetermined proof stress from among the reinforcing brackets belonging to the type of the bracket;
Selection result transmission means for transmitting data indicating the reinforcing metal fitting selected by the final selection means to the fabricator computer;
A selection computer comprising:
Fabricator computer that can be connected via a network. Temporary selection means for temporarily selecting the type of reinforcing bracket applicable to the through hole of the steel beam;
A selection request transmitting means for transmitting a selection request for the reinforcing metal fitting to the network when the type of the reinforcing metal fitting is provisionally selected by the temporary selecting means;
A selection result receiving means for receiving from the network data indicating the reinforcement metal fitting finally selected from the types of reinforcement metal fittings temporarily selected by the temporary selection means;
A fabricator computer comprising:
When structural calculation data is received, the strength of the steel beam reinforced by the reinforcing bracket belonging to the temporarily selected reinforcing bracket model is calculated using the structural calculation data, and the temporarily selected reinforcing bracket type is calculated. A final selection means for selecting a reinforcing bracket that makes the steel beam more than a predetermined proof strength from among the reinforcing brackets belonging to;
Selection result transmission means for transmitting data indicating the reinforcing metal fitting selected by the final selection means to the fabricator computer;
Connectable via network,
A structural computer comprising structural calculation data transmitting means for transmitting structural calculation data to a selection computer when a selection request is received from the fabricator computer. Temporary selection means for temporarily selecting the type of reinforcing bracket applicable to the through hole of the steel beam;
A selection request transmitting means for transmitting a selection request for the reinforcing metal fitting to the network when the type of the reinforcing metal fitting is provisionally selected by the temporary selecting means;
A selection result receiving means for receiving from the network data indicating the reinforcement metal fitting finally selected from the types of reinforcement metal fittings temporarily selected by the temporary selection means;
A fabricator computer comprising:
A structural computer comprising structural calculation data transmission means for transmitting structural calculation data to the selection computer when a selection request is received from the fabricator computer;
Connectable via network,
When structural calculation data is received from the structural computer, the strength of the steel beam reinforced by the reinforcing bracket belonging to the type of the temporarily selected reinforcing bracket is calculated using the structural calculation data, and the temporarily selected reinforcement A final selection means for selecting a reinforcing bracket that makes the steel beam more than a predetermined proof stress from among the reinforcing brackets belonging to the type of the bracket;
Selection result transmission means for transmitting data indicating the reinforcing metal fitting selected by the final selection means to the fabricator computer;
A selection computer comprising: Temporary selection step to temporarily select the type of reinforcing bracket applicable to the through hole of the steel beam;
A selection request transmission step of transmitting a selection request for the reinforcing bracket to the network when the type of the reinforcing bracket is provisionally selected by the temporary selection step;
A selection result receiving step for receiving from the network data indicating the reinforcing bracket finally selected from the types of reinforcing brackets temporarily selected in the temporary selection step;
Have
A structural computer comprising structural calculation data transmitting means for transmitting structural calculation data to the selection computer when the selection request is received;
When structural calculation data is received from the structural computer, the strength of the steel beam reinforced by the reinforcing bracket belonging to the type of the temporarily selected reinforcing bracket is calculated using the structural calculation data, and the temporarily selected reinforcement A final selection means for selecting a reinforcing bracket that makes the steel beam more than a predetermined proof stress from among the reinforcing brackets belonging to the type of the bracket;
A selection result transmission means for transmitting data indicating the reinforcing bracket selected by the final selection means;
A selection computer comprising:
A program for a fabricator computer that can be executed on a fabricator computer that can be connected to a computer via a network. Temporary selection means for temporarily selecting the type of reinforcing bracket applicable to the through hole of the steel beam;
A selection request transmitting means for transmitting a selection request for the reinforcing metal fitting to the network when the type of the reinforcing metal fitting is provisionally selected by the temporary selecting means;
A selection result receiving means for receiving from the network data indicating the reinforcement metal fitting finally selected from the types of reinforcement metal fittings temporarily selected by the temporary selection means;
A fabricator computer comprising:
When structural calculation data is received, the strength of the steel beam reinforced by the reinforcing bracket belonging to the temporarily selected reinforcing bracket model is calculated using the structural calculation data, and the temporarily selected reinforcing bracket type is calculated. A final selection means for selecting a reinforcing bracket that makes the steel beam more than a predetermined proof strength from among the reinforcing brackets belonging to;
Selection result transmission means for transmitting data indicating the reinforcing metal fitting selected by the final selection means to the fabricator computer;
A selection computer comprising:
It can be executed on a structured computer that can be connected via a network,
A structural computer program comprising a structural calculation data transmission step of transmitting structural calculation data to a selection computer when a selection request is received from the fabricator computer. Temporary selection means for temporarily selecting the type of reinforcing bracket applicable to the through hole of the steel beam;
A selection request transmitting means for transmitting a selection request for the reinforcing metal fitting to the network when the type of the reinforcing metal fitting is provisionally selected by the temporary selecting means;
A selection result receiving means for receiving from the network data indicating the reinforcement metal fitting finally selected from the types of reinforcement metal fittings temporarily selected by the temporary selection means;
A fabricator computer comprising:
A structural computer comprising structural calculation data transmission means for transmitting structural calculation data to the selection computer when a selection request is received from the fabricator computer;
It can be executed on a selection computer that can be connected via a network.
When structural calculation data is received from the structural computer, the strength of the steel beam reinforced by the reinforcing bracket belonging to the type of the temporarily selected reinforcing bracket is calculated using the structural calculation data, and the temporarily selected reinforcement A final selection step of selecting a reinforcing bracket that makes the steel beam more than a predetermined yield strength from among the reinforcing brackets belonging to the type of the bracket;
A selection result transmission step of transmitting data indicating the reinforcing bracket selected in the final selection step to the fabricator computer;
A computer program for selection. The reinforcement design support system according to claim 1, 7, or 12, further comprising:
Second approval data requesting means for transmitting to the network a second approval data request for using a reinforcing bracket when receiving a first approval data request from the fabricator computer;
A first approval data response means for transmitting a first approval data response to the fabricator computer when a second approval data response to the second approval data request means is received from the network;
Comprising a construction computer comprising
The fabricator computer comprises first approval data request means for transmitting a first approval data request for using the reinforcing bracket selected by the final selection means to the network,
When the structural computer receives the second approval data request from the construction computer, the structural computer determines whether or not the finally selected reinforcing bracket satisfies a predetermined condition. Comprising second approval data response means for transmitting the second approval data response to a computer;
Reinforcement design support system. The reinforcing design support system according to claim 1, 7 or 12 can be connected to a fabricator computer and a structural computer provided via a network.
Second to be transmitted when receiving the first acknowledgment data request for the use of final selection has been reinforced bracket from the fabricator computer, the second authorization data demand for the use of reinforcing bracket to the structural computer Authorization data requesting means;
If the second authorization data in response to said second authorization data request means is received from the structural computer, a first authorization data response means for transmitting a first acknowledgment data in response to the fabricator computer,
A construction computer comprising: It can be executed by a construction computer that can be connected to a fabricator computer and a structural computer provided in the reinforcing design support system according to claim 1, 7, or 12 via a network,
Second to be transmitted when receiving the first acknowledgment data request for the use of final selection has been reinforced bracket from the fabricator computer, the second authorization data demand for the use of reinforcing bracket to the structural computer An approval data request step;
If the second authorization data in response to said second authorization data requesting step received from said structure computer, a first authorization data response sending a first acknowledgment data in response to the fabricator computer,
A computer program for construction computer.

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